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HomeMy WebLinkAbout4382 der N2 0438 GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Sulte 303 Glenwood Springs, Colorado 81801 (303) 945 -8212 Job Address 0477 Rose Land, Carbcindale Nature ofWork Building Permit Use of Building Addition of Bedroom and Dining kuox] Owner . 11A r'. Louise. L. Deane /Buck Deane Contractor owner 3B6.10' Date: November. 15, 1991 Amount of Permit: $ - Fernit $234.00 P._an `i152. R. Bennett Clerk White-Treas. Canary -Office Pink - Applicant Gold - Duplicate ' GARFIELD COUNTY APPLICATION FOR BUILDING PERMIT PERMIT NUMBER please print or type DATE 1 373 - 35J -co v TO BE FILLED OUT BY APPLICANT _ PLOT PLAN ADDRESS pt17 ,liSE f_ 4 *I Q e ._ - j NOTE: Show easements, property line dimensions, LSUBDIVISION all other structures, specify north, and street ■ C IF/L/NG ;# LOT !93 ryf ° , l j % 6 BLOCK ,4 nale For odd shaped lots, or if space is U w ITAX SCHEDULE. # - _. too small, provide separate plot plan. Vlhirar LEGAL (SEC /TWN /RNG) 1,c.ij, y^, 7 - KR k OF BUILDINGS NOW ON PARCEL. ,3pk'tiLL.N1- Iyi -4 - USE OF BUILDINGS NOW ON PARCEL 4. y' A/I- . 1 4 I x NAME 4 it..fi D _ . /0015£. 6-• il d1 .A ,7 MAILING ADDRESS _ : acv2 .. C7 - -+�: I.0 J�- n� . W r y o CITY / } 31'fy _ PHONE 9a S- - fa,yf NAME w�k .�Qur� ' — e e5le. Ml uak. e ADDRESS .. ....,-- ......,....- - - - - -- CITY a NAME GDeI/ 6r1r5 beM -- 3 4 3 - I 4 9 ADDRESS // _Si ....,__ L_ azitie -a __.. _-- . _...._. CITY SI✓Lr LC1,41 c E PHONE g! /,.-4 ... 00 's/ wJ(LICENSE $ CLASS 01? WORK ..,.,,._.. NEW _ ALTERATION ADDITION ___y /J DEMOLISE REPAIR MOVE 4/7/4/ - a nerc / C1�c u /,2/a)-�y MOBILE 5014E (make /model) _ /.Atari 0 n W44n-z wi'J /HS / ie S.F. OF BUILDING // bet S.F. OF LOT 7,3 -I-4e .Y6 ,101. 4' wo r le .f # OF FLOORS / o f. . y 77EIGIIT )J (r+" L/ //• OF FAMILY UNIT'S / # OF BEDROOMS .3. INTENDED USE 01' BUILDING it Vi Al 6— GARAGE: SINGLE D13 r. CARPORT: S.TNGL - D RL .......... FRONT PROPERTY LINE FIREPLACE DOCUMENTS ATTACHED STREET NAME /ROAD NUMBER WATER SUPPLY .,...,_kci--..sf _ CHECK IF CORNER LOT _ DRIVEWAY PERMIT DESCRIPTION OF WORK PLANNED 04,0ni T /e,t) 04- 57 PLAN Jelf Ofeeveij.. 4- Di M/ 4 Fie c' t BUILDING PLANS LC _ .. __ SANTTARY SEWER CLEARANCE M4 - T hereby acknowledge that I have read this ON SITE SEWAGE DISPOSAL PERMIT /,413 . application and the above is correct and 1 OTHER DOCUMENTS (specify) ,C-Lech 4q./-1 `f agree to comply with all county ordinances and s e laws regulating building construction. a Q L ' //V 415 tagit ,©1TlON f _ N SIG T ' U E' FOR OFFICE USE ONLY VAT,UATION 1 2 2- 6. a a FLOOD HAZARD 00 - zi.oe r - PA,iF' Igo PERMIT FEE $23¢00 P N 01E01C FEE $JCZ, /c9 CERTIFIED BLDG ELEVATION -� TOTAL FEE $ 76'640 SCHOOL IMPACT FEE $44 SPECIAT, CONDITIONS DATE PERMIT ISSUED ZON.TNG DISTR TCT /R /RA �_v...- .._.., PROBLEMS WITH PERMIT TYPE OF OCCUPANCY 4-_3 TYPE OF CONSTRUCTION I/r "- ADD.TTTONAL INFORMATION NEEDED S.P OF BUILDING 7.1.8aIj„ S.F. 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THESE ITEMS ARE REQUIREMENTS FOR R -3 OCCUPANCIES ONLY (ONE AND TWO FAMILY DWELLINGS) AND ARE NOT ALL INCLUSIVE OF THE COPE REQUIREMENTS, BUT ARE MEANT AS A GUIUB TO SOME OF THE MOST OFTEN ENCOUNTERED QUESTIONS RELATED TO CODE REQUIREMENTS. THE APPROVED PLANS RETURNED TO YOU SHALL BE KEPT AT THE BUILDING SITE DURING CONSTRUCTION. FOR ANY REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE CONTACT THE COLORADO ELECTRICAL INSPECTOR. THERE SH BE A y FIN , A O L � / 7j � I / NSSPECf c TT�ION AND APPROVAL OF ALL BUILDINGS AND STRUCTURES � WHEN Concrete a v C £tfi and co d e r eting slabs - l ) call ired / 6e / 300 / in 28 days - UDC Chapter 26. Mortar and grout shall be In accordance with UDC Chapter 24 & Table 24-A and 24 -B. 2. Masonry units, mortar, and grout shall be protected during cold weather in accordance with UDC Sec. 2404 (c). Concrete shall be protected during cold or hot weather in accordance with UDC Sec. 2605 (£) and (g). 3. Minimum concrete and /or masonry Inundation reinforcement requirements are shown on the attachment. (Notes thene minimums apply only if a foundation Boils investigation is not performed and the soils are assumed to have an expansion index of 20 or less and footing loads lees than 2000 lbs /linear foot - UDC Sec. 2904 (a) and (h) and Sec. 2906. 4. Foundation frost protection is 30" from finished grade to top of footing - DEC 2907 (a). 8"72/- rw' 1 Foundations shall extend a min. of,.V above flntnhed grade - UBC 2907 (d). 1 Provide for the control and drainage of surface water away from the building - UDC 2907 (f). !J/ac s 24- 3 -te C.aQ 30300 . 7.. Foundation walls enclosing a basement below grade shall be damp- proofed on the exterior with approved materialn - UDC Soc. 1707 (d). - - -- G Foundation plates or mills shall be redwood or pressure treated wood (UBC - 2516 (c)), and shall be bolted to the foundation with not lass than 1 /2" dia bolts embedded at leant 7" into CQ CrD ie or masonry, spaced not more than 6 feet apart, min. of 2 bolts per piece and within 12" of each end of piece - UBC 2907 (f). 9. Exterior concrete or masonry piers Shall extend 0" min. above grade unless the posts or columns which they support are treated or decay resistant wood. Columns and posts located in basements shall be supported by concrete piers or metal pedestals extending 6" min. above earth and 1" min. above floor unless treated or, decay resistant wood - UBC Sec. 2516 (c) 4. a cpt Manufactured trustee, nod manufactured joists and beams (£.e. T3I /MiCro- Lams, DU/versa-Lams, Glu -Lams, etc.), shall be sized and installed in accordance with the manufacturers requirements. Wood joists or floor beams located closer tJi;n 18" or wood girders close* kligi 12" to the ground in crawl spaces shall be treated of decay resistant wood - UBC Sec. 2516 (c) 2. 12. Girders supported by masonry or, concrete shall have 1/2" air space at top, sides, and ends unless treated or decay resistant wood - UDC See.. 2516 (c) 5. Ends of beams and girders shall have mina 3" of bearing on masonry or concrete - UDC Sec. 2517 (c). 13. Floor joists under and parallel to bearing partitions shall be doubled UDC 2517 (d) S. 14. Floor joists require full depth solid blocking and must lap a min. of 3" over bearing supports - UMC 2517 (d) 3. 15. Beams, roof rafters, and ceiling and floor joists shall be supported laterally in accordance with UDC 2!•06 (h). 16. Columns, posts, beams, and glydern shall have positive connections provided to ensure against both uplift and lateral displacement - UBC Sec. 2516 (m). 17. Ends of floor joists shall have 1 1 /2" min. bearing on wood or metal and no leas than 3" on concrete or masonry -- UHC Sec. 2517 (c) and (d) 2. 10. Notches on the ende of floor joists - max. 1/4 joist depth. Bored holes not within 2" of top or bottom of joint and hole diameter no larger than 1/3 depth of joist. • Notches at top or bottom shall not exceed 1/6 depth and not located in middle 1/3 span - URC Soc. 2517 (d) 3. 19. Floor joists and /or roof rafters are insufficient for the span - UBC Table and UBC Standards. 20. Roof live load (snow load) shall be 40 psf below 7,000 feet elevation -UBC Sec. 2305 (d) -dead loads shall be nn required in UBC Sec. 2305. • ' 21. Floor live load shall be 40 psf - UBC Sec.2304 (a) and Table 23 -h--1 - dead loads shall be as required in UBC Soc. 2304. 22. Basic wind speed shall be 00 mph - UBC Sec. 2311, 23. Menders over wall openings 4' wide or less shall be doubled 2" framing lumber on edge. over 4' wide the hander shall be ei.zed for the span - UBC Sec. 2517 (g) 5. 24. Bearing walls supporting two flour loads are required to be a min. of 3" x 4"or 2 "x 6" studs with a max. spacing of 16" on center -BBC Soc: 2517 (g) 1. 25. Wood studs may bo cut or notched to a depth not exceeding 25% of width in exterior walls and bearing partitions and not exceeding 40% of width in non- bearing partitions - UI1C Sec. 2517 (g) 0. 26. Wood studs may have bored holes no greater in diameter than 40% of stud width, 60% of width of doubled studs (but not more than 2 successive doubled studs). No holes shall be bored nearer than 5/9" to edge of stud - UBC Sec. -- 2517 (g) 9. C 7/ Wall bracing required both sides "of each corner and every 25 lineal feet - the braced panel must be a min. of 48" in width perpendicular to nali ABC Sec. 2517 (g) 3. 20, Approximate min. insulation values are 8.19 walls, R-25 roofs, and 8 -11 floors over unheated space - see plans for more specific requirement° •- "Colorado Energy Conservation Standards." 29. Foam plastic insulation shall be neparated from the building interior, including attics . and crawl spaces, in accordance with UBC Sec. 1712. other insulation (including duct and plenum insulation and covering° per. UMC Chapter 10) including facings shall meet the requirements of UBC Sec. 1713. 30. Masonry and stone veneer unite (5" max. in thickness) shall have min. site of No. 22 gauge by 1" galv. metal ties or No. 9 gauge galv. wire ties and spaced to support not more than 2 sq. ft. of wall area but not more than 24" on center horizontally. When applied over stud construction, the studs shall be max.' of 16" an center. Approved building paper must he applied over the sheathing or studs - Use Soc. 3006 (d). 3l. Ceiling height in required to be 7'6" in all rooms except kitchens, halls, bathrooms, and storage areas which may be 7'0" min. - UBC Sec. 1207 (a). - - - -. A Min. stairway headroom clearance is 6'0" - UBC Sec. 3306 (p). Min. stairway width is 36" - UBC Sec. 3306 (h) and min. landing dimension in the direction of travel must also be 36" - UBC Sec. 3306 (g). qqp Stairways max. 'run 9 "; max. rise 8 "i max. variation in rise and run 3/8" - UBC Sec. 3306 (c). 0 Enclosed usable space under interior and exterior stairways shall be protected an On enclosed side as required for one-hour fire- resistive construction - UBC Sec. 3306 (m). Fire stops shall be provided in accordance with UBC Sec. 2516 (f) 2c. Ck) Stairway handrails, min. height 34 "; max. height 39 "p handgrip portion shall be not less than 1 1/2" nor more than 2" in it dimension. Min. of one handrail required on all stairways with more than three risers. Min. 1 1/2" space required between wall end. handrail - UBC Sec. 3306 (j). 0 2 . ..2 Guardrails of 36" min. height shall be installed at unenclosed floor openings and open sides of stairways, landings, ramps, decks or porches more than 30" above grade or floor below. Open guardrails shall have a pattern such that a sphere 6" in dia. cannot pass through - UBC Sec. 1711. �7� Under -floor (crawl space) cross ventilation is required equal to 1 sq. ft. for each 150 sq. ft, of under -floor area - UBC Sec. 2516 (c) 6. (39) Under -floor areas shall be provided with a min. 10" by 24" nooses opening - UBC Sec. 2516 (c) 2. 30" by 30" min. if mechanical equip. in under -floor area - UMC Soc. 709. 40. All sleeping rooms below the fourth story without a door opening to the exterior shall have at least one operable window that meets the following requirements, MAXIMUM sill heights 44" MIN/mum pet clear opening height; 24" (x34 1/4" = 5.7 sg.ft.) t.- MINIMUM net clear opening width, 20" (x41" ". 5.7 sq ft.) This also applies to basement sleeping .rooms - UBC Sec. 1204. (4) Glazing in hazardous locations as defined in IIBC Sec. 5406 (glazing in doors c '/ti/ and ad scent doorwa s, and glazing in windows located within 10" & d: Sec. vertfca y of a wal.c.ng surface) shall be safety glazed or protected. SW(.. 12. Glass in sloped glazing (more than 15 from the vertical) and skylights shall meet the requirements of UNC Chapter 34. Skylights and roof and wall panels of light - transmitting plastics shall meet the requirements of use Chapter 52. 43. Provide combustion air for fuel burning equipment per UMC Chapter 6. 44. Pressure relief valves and /or combination pressure /temperature relief valves shall bo provided with a drain line to a floor drain with min. 1" air gap �� E4r ? ' or extended to the exterior of the building -• UPC Sec. 1007. 45. Domestic dishwashing machines shall not be directly connected to a drain or waste disposer without the use of an approved airgnp - UPC Sec. 608 (d). 46. Fuel burning appliances shall not be located in any room used or designed to be used as a sleeping room, bathroom, or closet or any enclosed apace opening into such room or space" UPC Sec. 1309 and UMC Sec. 704 (unless listed for such use). 47. Appliances (including space heating and water heating equipment) shall be accessible for repair and removal in accordance with the UMC - 40. LPG fueled appliances shall not be installed in a pit, under - floor (crawl) space, or basement -- UMC Sec. 504 (f). 49. Appliances located in a garage (or in an enclosure opening into a garage) shall be located out of the normal path of vehicles or protected from damage. Any portion of the appliance creating a flame, spark or glow shall be installed a mirk. of 18" above ,the garage floor -- UMC Sec. 509. 50. Each water closet stool shall he"locnted in a clear space not lean than 30" in width and 24" in front of stool - UBC Sec. 511 (a). 51. Toilet rooms without operable windows shall be equipped with an exhaust system ducted to the exterior - UI3C Sec. 1205.(8). 52. Showers and Tub /Shower enclosures shall have a smooth, hard, nonabsorbent surface to a height of 70" min. above the drain inlet -- UDC Sec. 510 (b). Water- reslatent gypsum board shall not be used over vapor barriers, in saunas or steam roams, or on ceilings _ UBC Soc. 4712. 3a Attic access opening of not leas than 22" by 30" is required - UBC Sec. 3205 (a) 30" by 30" if mechanical equip. in attic space - UMC Sec. 708. ri4j Enclosed attic and rafter spares shall have cross ventilation of min. 1/150 of the area of the apace ventilated. The area may be 1/300 if provided equally at lower and upper portions of the space with min. 3' vertical separation of iodations - UBC Sec. 3205 (c). 55. Garage side of common wall between living space and garage shall be finished with materials approved for one-hour fire - resistive Construction.. This also applies to ceilings and bearing walls if living apace above the garage. Self closing Mein. 1 3/8" solid door is required between house and garage--- - �� UBC 503 (d) 3. -- G'J Electrically wired, interconnected smoke detectors are required in all sleeping room access areas, near the top of stairways in upper levels, and near the bottom of . stairways to basements - UBC Sec. 1210 (a). S7. Wood flatten and factory built chimneys, aad manufactured fireplace units and venting systems shall be installed in accordance with the manufacturers listing requirements and inspected during installation UMC Chapter 9 and UBC Chapter. 37. 511. Masonry and concrete fireplaces and barbecues shall meet the requirements of UBC Chapters 23, . 24, 26, 27 and 29. A chimney shall not support any structural load other than its own weight unless designed as a supporting member - UBC Sec. 3703 (a). 57. 60. COPIES OF TIIE ITEM(S) CHECKED BELOW ARE ATTACHED (Copies of any of the Items above or below are available upon request). „_..._. Excavations, fills, foundations, and retaining walla - UBC Chapters 23 and 29. __ Retaining walls - UBC Sec. 2300 (b) and 2907 (g) 4. __ Roof coverings and drainage - UnC Chapter 32 (Roof drains sized in accordance with UPC Appendix D). - Roof sheathing - UBC Sec. 2516 (1). - Wood combined with (supporting) masonry or concrete - UBC Sec. 2515. Floor sheathing - UBC See. 2516 (11). _ Wiring in plenums - DEC Chapter 10 and NEC. Fire and draft stops - UDC Sec. 2516 (f). - Nailing requirements for connecting wood members -- UBC Sec. 2516 (j). Enclosure of elevator, vent, and dumbwaiter shafts, and clothes and rubbish chutes - UBC Sec. 1706. _ Exterior wall coverings and exterior weather protection - UBC Sec. 1707 (d) and 2516 (g). Interior 'application of gypsum wallboard and interior and exterior application of lath and plaster - UBC Chapter 47. Manufactured wall and coiling covering systems (simulated stucco, etc.) shall be installed in accordance with manufacturers requirements. __ Landings and floor level at doors - UBC Sec. 3304 (i). Cross connection control and back flow prevention - UPC Sec. 1002 and 1003. - Treated Wood Foundation Syhtems - UBC Standard 29--3. ddac cf .4 Tee4.I'y0ht 7 e S Gr�lleee.44 (Coin `Y . C C. 1. t In tii., N Ck ...ma 1 ,.... C 4 -.11 • Zo 4 4 4 1 4 tio C a I 4 4 is kii. is , Qc 1.1 4k en . , t ■-c-k I .1* 1 14 ' Cri IN h -1 c . , . . , Z 1 ci Li .2 * b La 4 1.. tt i I S k i k ,'"i ' It 2 ri l ' : 4 1 1 111 Z 4, 4 ,2 k U *a tz 1 b a kt ‘ti es fa Z 14 \ C, CO ti t‘-t T "I' Cc) P Y god- Cp. .1 C Cl%. vl k i- 4 -2) , . .7 *So a '• • • ' . \r ` .. ��-- . \ .ej �. 'x. I. `1 ` `C . .... ja " I;" , `11 r ( •i L... 6 61 ,.. ~, IS -z. �:. ' r CO C. • ` tti it 6.2 1 d ' 1, e ../_ . 1. , "/ :li ` 6172. , \ • f� •_. ,. 1 \ ,.. 1::::k .....-. F ` r1 .. 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